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2780 PlanI X IN7 LEFT ELEVATION "All a HEAVY DASHED LINE INDICATES DOWNSPOUT (TYP.) VINYL WIN. 2xG @ TOP 5/4x4 @ SIDES I x3 SILL wl 514x4 @ BOTTOM LAP SIDING, INSTALL PER MANUF. MAINTAIN MIN. I" CLR. FROM SIDING TO ROOF 17YP.) 26ga. FLASHING (TYF'J i L -- -- -- -- - - -- -------------- ___ _. - -� _______ _ _ __D 5/4x4 CORNER BOARDS @ FRONT. u � - 1 Ell 1-Al E M Lj 1 5/4x4 TRIM r i FRONT ELEVATION "All ELEVATION NOTES: 1. PROVIDE FLASHING * ALL WINDOW $ DOOR OPENINGS (IRC703.8) 2, APPROVED HOUSE NUMBER5 SHALL BE PROVIDED IN SUCH A POSITION TO BE PLAINLY V15113LE * LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (IRC R31 9. 1) 3. GRADE G" MIN. CLR. 51DING TO EARTH (TYP.) MIN. SLOPE OF 5% AWAY FROM STRUCTURE. 4. WINDOW MANUF. MUST PROVIDE INSTALLATION INSTRUCTIONS, INSTALLATION MUST COMPLY wl THE WINDOWS INSTALLATION INSTRUCTIONS (IRC RG 12. 1) RIGNT ELEVATION "All I x4 CORNER BOARDS @ SIDES d BACK ROOFING W/ MAINTAIN MIN. I "CLR. FROM SIDING TO CONC. (TYP,) 2Gga. FLASHING (IYP.) REAR ELEVATION "All —514x8 FASCIA w/ 2xG SUB -FACIA # I x4 TRIM O 00 - i 1 O 6) f� OPT. COVERED PATIO Y ------------------- �CAJYNIBD NOV 042011 �ov.o 8' =E$ia a aE�y cl -��- ° @W11 mEoii '�'E ;= ��o` =_�I� . m1 Luaa2 �a9 t SQv t :E t 69oc ;�' -No SaEg yy sa c 3 o, yyo33 'm .�vSi °�� a �6r S a °� 3 cc M 10 IT B o$ cl p-i� Q �]Q 3 c F a v a N mS, c� 3g •E '8i. � g p� � Plan: 2%80 Drawn By: Toby Checked By: Rick C. Scale: 1/4 " =1' -0" unn. -----..___..—.__.__... — Date Drawn: 8 -4 -11 PageAf N 00 V) 01 < .� o w a� E Q� a a O o W 00 C ro OC U In N W �n I w L O LL N O N i l000 Plan: 2%80 Drawn By: Toby Checked By: Rick C. Scale: 1/4 " =1' -0" unn. -----..___..—.__.__... — Date Drawn: 8 -4 -11 PageAf 0 a LEFT ELEVATION 11811 RIGHT ELEVATION 11811 HEAVY DASHED LINE INDICATES DOWNSPOUT (TYP.) VINYL WIN. 2xG @ TOP 5/4x4 @ SIDES I x3 SILL w! 5/4x4 @ BOTTOM LAP SIDING, INSTALL PER MANUF ------------------------ -------- MAINTAIN MIN. I" CLR. FROM SIDING TO ROOF (TYP.)� 2Gga. FLASHING (TYPJ I I I ¢¢ - -kr______ _ _ _ _ __ _______________ I � i _ __ _ F- -JI I II I II I II II I II I II I pl ll I III III pl 5/4x4 CORNER— BOARDS CORNER — BOARDS @ FRONT. ELEVATION NOTES: 1. PROVIDE FLASHING t. ALL WINDOW $ DOOR OPENINGS (IRC703.8) 2. APPROVED HOUSE NUMBERS SHALL BE PROVIDED IN SUCH A P051TION TO BE PLAINLY VISIBLE * LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (IRC 8319. 1) 3. GRADE G" MIN. CLR. SIDING TO EARTH (TYP.) MIN. SLOPE OF 5% AWAY FROM STRUCTURE. 4. WINDOW MANUF. MUST PROVIDE INSTALLATION INSTRUCTIONS. INSTALLATION MUST COMPLY wJ THE WINDOWS INSTALLATION INSTRUCTIONS (IRC RG 12. 1) I x4 CORNER BOARDS @ SIDES E BACK =1 -5/4x4 TRIM FRONT ELEVATION 11811 0 ROOFING MAINTAIN MIN. I "CLR. FROM 51DING TO CONC, OYP.) 2Gga FLASHING (fYP.) REAR ELEVATION 11811 BOB SIDING @ I G" O.C. OPT. COVERED PATIO SEP 2 S ?0I1 m.� Ey�di�5 OF I .Ym-0 4- ri8��g�o ,2 v'A� u = � `0 3 E 3 arg5c 2Qrma+ c nom �di $a+�i C V, j y t 10p O y P MOE�. y�HU V..9.y o ICCC G— CO .0 v�'b o> n 19 ��0ffi.n iiHV C C c g qE �. WIM 'd g �i Plan: •o Drawn By: Toby Checked By: Rick C. Scale: 1/411 =1' -0" u.n.o. Date Drawn: 8 -4 -11 Page: — -V i i i �I N CD Q1 O (� 420 N CL U- c <t� a p a? ,-+ E V��(U 0 O (D O LL N O N 00 •o Drawn By: Toby Checked By: Rick C. Scale: 1/411 =1' -0" u.n.o. Date Drawn: 8 -4 -11 Page: — -V i i i I I ----- - - - - -I L ---- --- - - - - -- Ir -- -------- I I I - - -- I I I I I I I IG" STEM WALL, TYP. i - X 14" FOOTING, TYP. O N ( I I PIER PAD 36 "x36r'x 10" W/ (4) #4 BARS EA. WAY, TYE. I I I I L ------------ + 7 CONTINUOUS EOOTING 12' - ADD T522 FROM BEAM —� TO WALL TOP PLATE �I 11 I I, I + I Imo OPT. N Q b GARAGE jo m g sr — I�I N - ------ - - - - -- ------------ I , I �- ' 'I I w /qC6 6.x8 I i , I i I I ' 9x7' OHD ' 4x I Ox 12' DE #2 HDR. i N - X17 "{ OPT. 3 CAR GARAGE I + HANDRAIL g0 mo o� z F- �w 00 0 mQ °o 0 3/4" MIN r I -I/2" MAX z # ;F b TREAD - I 112' GYB I - -2x FIREBLOCK @ MIDPOINT OF STAIRS 1 2 5TRINGERS NOTES: - FIRE - BLOCKING REOD @ STRINGER BE V ttl EACH WALL STUD - PROVIDE 5WITCHED LIGHTING PER IRC R303.,G - PROFILE OF TREAD TO COMPLY WITH IRC 14 1.5.3.3 TYP. STAIR SECTION PER IRC R3 1 1 .7 3/4" = I r -0" COMP. ROOF OVER # 15 ROOFING PAPER Ol 7/16" 058 ROOF SHEATHIN(g PRE- ^'ANUF. ROOF TRUSSES- y INSUL. BAFFLE I "- CLR. AIRSPACE COMP. ROOF ON #IS ROOFING PAPER - MIN. DIST. TO UNPROTECTED \ LIRe,NS L. Ceiling Insulation R -49 or R -38 HI HURRICANE: r{ - -,. Advanced Framing. Vaults R -38 TIE @ EA. TRi Per WSEC 2009, Table 6 -1 ,-314 T6G POW00005UB -FLOOR Headers Shall Be Insulated To GLUED * NAILED i R -10 Per WSEC 2009 Table 6 -1 2x 12 2ND FLOOIR J0151­3 l -112 GYB @ CEILINGS ! WALLS "—HEADER PER PLAN PROVIDE FLASHING+¢ ALL WINDOW $ DOOR OPENINGS I(IRC703.8) ��• — ............... --- - - - -sue ♦ 18' -1 112" ®� # I 1 G 1T -1 1/2' G � 5- I /8 "x9'r GLB (24F -V4) 6x6 6 1 p2 I 1 1 of o 1 1 li c5a4B�s wIAC6"A56 I 1 1 HUCQGB HANGAR 1 ED 1 (2 PLC5) 1 1 ( PIER PAD 15`0 O v. 1 a i9 x 8" THK. TYP. 1 j > OPT. COVERED PATIO Lin. 1 x tL i li "off sr � 1 OPT. COVERED PATIO A DUCT TESTING CERTIFICATE VERIFING THEST RESULTS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT PER WSEC SECTIONS 503.10.2 AND 503.10.3 CERTIFICATE REQUIRED WSEC Residential Energy Compliance Certificate shall be posted within 3 feet of the electrical panel and a copy provided to the Building Dept before Fur al inspection. (City of Yelm forms 2006, 2009 WSEC 105.4) C WALL EDGE NAILING 5T 5HEATHING JOINT MON MEMBER SHEAR TRANSFER @ EXT. WALL 3/4" = 1'-0" 7/16" 0513 wl86 COMMON NAILS @ G" O.C. v =350 PH 0513 (INT WALLS ONLY) TO 51NGLE JOIST OR BELOW: I Gd (BOX) @ 4' O.C. P 1 7/1 G" 05B w( 8d COMMON NAILS @ 3" O.C. 3 v 71 5 If . ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: I Gd (BOX) @ 2" 0. C. NOTE: USE MIN ANCHORAGE (INT"W NOMINAL LS ONLY) O 4�MM BEAM OR BL G GES 12 1 v =950 pIf 7/16"0513w/8d COMMON NAILS @ 2 O.C. (STAGGERED) IK BELOW: 1/4"x 4-1/2" 5DS SCREWS @ 3" O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ ADJOINING PANEL EDGES THE 5HEAR VALUES ABOVE ARE BA5ED UPON THE USE OF 8d COMMON NAILS w/ A FULL HEAD, A SHANK DIA. OF 0. 131 , 11 MIN, PENETRATION OF 1.375". FROM TABLE 2306,3 USE 15/32 8d VALUES w/ A 0.93 REDUCTION FOR HEM -FIR < 4 INCREASE FOR WIND. ALL EXTERIOR WALLS TO BE 5W -G 7 ;STHD I ORJ7� 404 5L 6056 :5L ;2868 ( TEMP j STHD I ORJ ` FULL f \ -'--� f LIGHT` �} v BEAM U!P _ (a- L_ __ - -__ __ --------------------------- - -__ --------- --------- __L_ G05G 5L � 6 I/2 II 8 o� �� ���� �� KITCHEN O w 1 1 Q 'fIl >d N lCI D I i - -11 L IN O d 4 iQ FAMILY ROOM _ 10 — T NOOK, COPT. HARDWOOD - -- 8' — 9' CEILINGS 112 WALL @ 39 "- 3 ;O w ABOVE NOSING 3'- mJ � � w 36 "x81 -U2" N 10 N CASED OPENING I -` 5' -G" 7-7 1/2" l 2xi BEARING WALL OPT. 3!4 BATH - SEE DETAIL - - -- 1 24 1 1 ROOM4 /2" \68 , MUD 1 - ROiCIM BENCH BENC ; HP\.', 2868 STHDIOl G' -10 1/2" �.----------- - - - - -- - - ----� OPT. 3/4 BATH HANDRAIL g0 mo o� z F- �w 00 0 mQ °o 0 3/4" MIN r I -I/2" MAX z # ;F b TREAD - I 112' GYB I - -2x FIREBLOCK @ MIDPOINT OF STAIRS 1 2 5TRINGERS NOTES: - FIRE - BLOCKING REOD @ STRINGER BE V ttl EACH WALL STUD - PROVIDE 5WITCHED LIGHTING PER IRC R303.,G - PROFILE OF TREAD TO COMPLY WITH IRC 14 1.5.3.3 TYP. STAIR SECTION PER IRC R3 1 1 .7 3/4" = I r -0" COMP. ROOF OVER # 15 ROOFING PAPER Ol 7/16" 058 ROOF SHEATHIN(g PRE- ^'ANUF. ROOF TRUSSES- y INSUL. BAFFLE I "- CLR. AIRSPACE COMP. ROOF ON #IS ROOFING PAPER - MIN. DIST. TO UNPROTECTED \ LIRe,NS L. Ceiling Insulation R -49 or R -38 HI HURRICANE: r{ - -,. Advanced Framing. Vaults R -38 TIE @ EA. TRi Per WSEC 2009, Table 6 -1 ,-314 T6G POW00005UB -FLOOR Headers Shall Be Insulated To GLUED * NAILED i R -10 Per WSEC 2009 Table 6 -1 2x 12 2ND FLOOIR J0151­3 l -112 GYB @ CEILINGS ! WALLS "—HEADER PER PLAN PROVIDE FLASHING+¢ ALL WINDOW $ DOOR OPENINGS I(IRC703.8) ��• — ............... --- - - - -sue ♦ 18' -1 112" ®� # I 1 G 1T -1 1/2' G � 5- I /8 "x9'r GLB (24F -V4) 6x6 6 1 p2 I 1 1 of o 1 1 li c5a4B�s wIAC6"A56 I 1 1 HUCQGB HANGAR 1 ED 1 (2 PLC5) 1 1 ( PIER PAD 15`0 O v. 1 a i9 x 8" THK. TYP. 1 j > OPT. COVERED PATIO Lin. 1 x tL i li "off sr � 1 OPT. COVERED PATIO A DUCT TESTING CERTIFICATE VERIFING THEST RESULTS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT PER WSEC SECTIONS 503.10.2 AND 503.10.3 CERTIFICATE REQUIRED WSEC Residential Energy Compliance Certificate shall be posted within 3 feet of the electrical panel and a copy provided to the Building Dept before Fur al inspection. (City of Yelm forms 2006, 2009 WSEC 105.4) C WALL EDGE NAILING 5T 5HEATHING JOINT MON MEMBER SHEAR TRANSFER @ EXT. WALL 3/4" = 1'-0" 7/16" 0513 wl86 COMMON NAILS @ G" O.C. v =350 PH 0513 (INT WALLS ONLY) TO 51NGLE JOIST OR BELOW: I Gd (BOX) @ 4' O.C. P 1 7/1 G" 05B w( 8d COMMON NAILS @ 3" O.C. 3 v 71 5 If . ANCHORAGE (INT WALLS ONLY) TO 4x (MIN) BEAM OR BLKG BELOW: I Gd (BOX) @ 2" 0. C. NOTE: USE MIN ANCHORAGE (INT"W NOMINAL LS ONLY) O 4�MM BEAM OR BL G GES 12 1 v =950 pIf 7/16"0513w/8d COMMON NAILS @ 2 O.C. (STAGGERED) IK BELOW: 1/4"x 4-1/2" 5DS SCREWS @ 3" O.C. NOTE: USE MIN 3" NOMINAL 5TUD5 @ ADJOINING PANEL EDGES THE 5HEAR VALUES ABOVE ARE BA5ED UPON THE USE OF 8d COMMON NAILS w/ A FULL HEAD, A SHANK DIA. OF 0. 131 , 11 MIN, PENETRATION OF 1.375". FROM TABLE 2306,3 USE 15/32 8d VALUES w/ A 0.93 REDUCTION FOR HEM -FIR < 4 INCREASE FOR WIND. ALL EXTERIOR WALLS TO BE 5W -G 7 ;STHD I ORJ7� 404 5L 6056 :5L ;2868 ( TEMP j STHD I ORJ ` FULL f \ -'--� f LIGHT` �} v BEAM U!P _ (a- L_ __ - -__ __ --------------------------- - -__ --------- --------- __L_ G05G 5L � 6 I/2 II 8 o� �� ���� �� KITCHEN O w 1 1 Q 'fIl >d N lCI D I i - -11 L IN O d 4 iQ FAMILY ROOM _ 10 — T NOOK, COPT. HARDWOOD - -- 8' — 9' CEILINGS 112 WALL @ 39 "- 3 ;O w ABOVE NOSING 3'- mJ � � w 36 "x81 -U2" N 10 N CASED OPENING I -` 5' -G" 7-7 1/2" l 0 GARAGE m COY ( iN t +m v m 'N v 4— V I I N ,i ii 8 -5 13'_5" 30" DESK - SMOKE/CO DETECTOR DINING 3' -G" 5' -3 /2 OPT-. ARCH _ BEARING WALL 8x8 COLUMN SEE DETAIL LIVING 11 — b -OPT. PAIR n 2/4 DOORS rr , - ADD (1) A35 BLKG. `4 TO WALL TOP PLATE k all 75THD rnrm WALL CON5T. �6 2 "�/ 51DINIG (TO BE DETERMINED BY BUILDER) 7/1 G" 05B WALL SHEATHING EXT. GARAGE HDR. TO 2x6 5TUD5 @ 16" O.C. `? R -21 INSULATION - CORNERS (BOTH SIDES) 22 112" 1 12 "GWB Wall Insulation -WSEC 502.1.4.6 PROVIDE NAILING PER All wall insulation shall fill the entire SPEAK WALL DETAIL 131AX - -2x 10 1 _DT FLOOR JO15T5 framed cavity_ Exterior wall cavities isolated .I during he surrounding shell be fully insulated to the - INSUL. levels of the surrounding walls Per Prescriptive l Requirement Approach + I I MAIN FLOOR PLAN NOTES: \ GRADE \ \G �yE' I — MT IN MATCH FRAMING) 1. WINDOW SIZES E ROUGH OPENINGS TO BE VERIFIED BY CONTRACTOR. WOOD ABOVE ii li 2x F.T. P.. PLATE (WIDTH - #4 BARS H�PJ WITHIN 1 2" OF i✓ i i� u me TOP w MgAx Hr. of 4' -s" 2, WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADER5 TO BE DF #2 \� ° Tv -5/6 A.B. wi'3 "3 "xl /4" WASHERS @ 5' o.c. 3. EXT. WALLS TO BE 2x6 STUDS @ I G' O,C., ALL MDR 4x DF #2 U.N.O. (+ I) Fl PLATE END (U -N.O.) 4. FIRE -BLOCK ALL PLUMBING PENETRATIONS # STAIR RUNS (IRC R302, 1 1) 2 5. SAFETY GLAZING A5 PER IRC 301 4" DIA ROOF r i - #4 HOOK BMR5 VERT @ 4" O.C. TYP. G. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. ALL -� DRAIN TYF ' \ \ " -+ (2) #4 BARS @ BOTTOM CONNECTORS * FASTENERS FOR P.T. WOOD TO CONFORM TO IRC R3 17.3. 1 ,� i�� (� �i�����T' 7. PRE- FABRICATED FIREPLACES, CHIMNEYS 3 RELATED COMPONENTS TO BEAR FooTING DRAIrI @�,%ii�lr� %�iTi�, �. >;�T6• M L IB�acK vlsauEEN U.L. OR I.C.C, SEAL OF APPROVAL >C TO BE INSTALLED PER MANUF. SPECS. HABITABLE AREAS # —I' 4 VAPOR BARRIER 8. 5MOKF/CO DETECTOR`. I I Ov, BATT, BACKUP, INTERCONNECTED TYP. HOUSE SECTION 3/140 = 1'_O" 1 6'x7' OHD STHDIO 5THDIORJ OF #2 6 +BIPC6 N � V N O O \\ N \I d to 777 In o �� 0 WELLER CONSULTING ENGINEERS P.C. 2 1925 8TH PL W. BOTHEL.I., WA 9802 1 425.488.9868 ENGINEER REVIEW THIS DRA!,NING HA5 BEEN REVIEAED PER ME ATTACHED CALCULATIONS PREPARED BY MLLER CONSULTING ENGINEERS, P.C. JOB t4- ®.1 DATE: ` JA!3 ( VOID IF NOT WET SIGNED 20 WALL (4x4 POINT LOAD WHERE INDICATED) - -� 2x8 I l in � 1/2 SHEETING^ (i P05T DETAIL POINT LOAD PROVIDE SOLID 22 I/2* BLOCKING TO FOUNDATION MAIN FLOOK WALLS 9' CEILING5 GLAZING SUMMARY 15T FLOOR 188 2ND FLOOR LOO 153 TOTAL 50. FT. 341 GLAZING Pr-RCENT 12.3% SQ, FOOTAGE SUMMARY 15T FLOOR 1,223 2ND FLOOR_ _ _ 1,557 2 TOTAL , 78_0 _ GARAGE_ _ _ _390_ OPT. GARAGE _ _ 240 5TD. PLAN OVERALL 38' x 48' SEP 2 8 2011 1 =$32. ac E N .G 0 d:E of E i5 a g a ��2 cg!Xr, P'5 OCR C L $ S� LL V i2NE '6p1 a c a n n m € "pY>pp8B3vy =' N W N Y1 affi�°��Ng��� A re 2g CIL > W gdaE IN o� nor Z5 n d N LL � 10 S N 00 M EQO Q a) rM-r U 4� C W M N W U- O N O N 00 t0 f Plan. 2780 Drawn By: - Toby Checked By: Rick C. 1/411' -01 u.n.o. Date Drawn: 2xi BEARING WALL OPT. 3!4 BATH - SEE DETAIL = N ROOM4 /2" BENCH HP\.', 2868 STHDIOl G' -10 1/2" 51 - -J RD s 0 GARAGE m COY ( iN t +m v m 'N v 4— V I I N ,i ii 8 -5 13'_5" 30" DESK - SMOKE/CO DETECTOR DINING 3' -G" 5' -3 /2 OPT-. ARCH _ BEARING WALL 8x8 COLUMN SEE DETAIL LIVING 11 — b -OPT. PAIR n 2/4 DOORS rr , - ADD (1) A35 BLKG. `4 TO WALL TOP PLATE k all 75THD rnrm WALL CON5T. �6 2 "�/ 51DINIG (TO BE DETERMINED BY BUILDER) 7/1 G" 05B WALL SHEATHING EXT. GARAGE HDR. TO 2x6 5TUD5 @ 16" O.C. `? R -21 INSULATION - CORNERS (BOTH SIDES) 22 112" 1 12 "GWB Wall Insulation -WSEC 502.1.4.6 PROVIDE NAILING PER All wall insulation shall fill the entire SPEAK WALL DETAIL 131AX - -2x 10 1 _DT FLOOR JO15T5 framed cavity_ Exterior wall cavities isolated .I during he surrounding shell be fully insulated to the - INSUL. levels of the surrounding walls Per Prescriptive l Requirement Approach + I I MAIN FLOOR PLAN NOTES: \ GRADE \ \G �yE' I — MT IN MATCH FRAMING) 1. WINDOW SIZES E ROUGH OPENINGS TO BE VERIFIED BY CONTRACTOR. WOOD ABOVE ii li 2x F.T. P.. PLATE (WIDTH - #4 BARS H�PJ WITHIN 1 2" OF i✓ i i� u me TOP w MgAx Hr. of 4' -s" 2, WINDOW HEADER TIGHT TO TOP PLATE (U.N.O.) ALL HEADER5 TO BE DF #2 \� ° Tv -5/6 A.B. wi'3 "3 "xl /4" WASHERS @ 5' o.c. 3. EXT. WALLS TO BE 2x6 STUDS @ I G' O,C., ALL MDR 4x DF #2 U.N.O. (+ I) Fl PLATE END (U -N.O.) 4. FIRE -BLOCK ALL PLUMBING PENETRATIONS # STAIR RUNS (IRC R302, 1 1) 2 5. SAFETY GLAZING A5 PER IRC 301 4" DIA ROOF r i - #4 HOOK BMR5 VERT @ 4" O.C. TYP. G. ALL WOOD IN CONTACT w/ CONCRETE TO BE PRESSURE TREATED. ALL -� DRAIN TYF ' \ \ " -+ (2) #4 BARS @ BOTTOM CONNECTORS * FASTENERS FOR P.T. WOOD TO CONFORM TO IRC R3 17.3. 1 ,� i�� (� �i�����T' 7. PRE- FABRICATED FIREPLACES, CHIMNEYS 3 RELATED COMPONENTS TO BEAR FooTING DRAIrI @�,%ii�lr� %�iTi�, �. >;�T6• M L IB�acK vlsauEEN U.L. OR I.C.C, SEAL OF APPROVAL >C TO BE INSTALLED PER MANUF. SPECS. HABITABLE AREAS # —I' 4 VAPOR BARRIER 8. 5MOKF/CO DETECTOR`. I I Ov, BATT, BACKUP, INTERCONNECTED TYP. HOUSE SECTION 3/140 = 1'_O" 1 6'x7' OHD STHDIO 5THDIORJ OF #2 6 +BIPC6 N � V N O O \\ N \I d to 777 In o �� 0 WELLER CONSULTING ENGINEERS P.C. 2 1925 8TH PL W. BOTHEL.I., WA 9802 1 425.488.9868 ENGINEER REVIEW THIS DRA!,NING HA5 BEEN REVIEAED PER ME ATTACHED CALCULATIONS PREPARED BY MLLER CONSULTING ENGINEERS, P.C. JOB t4- ®.1 DATE: ` JA!3 ( VOID IF NOT WET SIGNED 20 WALL (4x4 POINT LOAD WHERE INDICATED) - -� 2x8 I l in � 1/2 SHEETING^ (i P05T DETAIL POINT LOAD PROVIDE SOLID 22 I/2* BLOCKING TO FOUNDATION MAIN FLOOK WALLS 9' CEILING5 GLAZING SUMMARY 15T FLOOR 188 2ND FLOOR LOO 153 TOTAL 50. FT. 341 GLAZING Pr-RCENT 12.3% SQ, FOOTAGE SUMMARY 15T FLOOR 1,223 2ND FLOOR_ _ _ 1,557 2 TOTAL , 78_0 _ GARAGE_ _ _ _390_ OPT. GARAGE _ _ 240 5TD. PLAN OVERALL 38' x 48' SEP 2 8 2011 1 =$32. ac E N .G 0 d:E of E i5 a g a ��2 cg!Xr, P'5 OCR C L $ S� LL V i2NE '6p1 a c a n n m € "pY>pp8B3vy =' N W N Y1 affi�°��Ng��� A re 2g CIL > W gdaE IN o� nor Z5 n d N LL � 10 S N 00 M EQO Q a) rM-r U 4� C W M N W U- O N O N 00 t0 f Plan. 2780 Drawn By: - Toby Checked By: Rick C. 1/411' -01 u.n.o. Date Drawn: UPPER FLOOR J015T NOTES: UPPER FLOOR FRAMING TO BE 2x 12 HP #2 JOISTS @ I G' oz. w/ 3/4" T *G 05B 5UB- FLOOR, GLUED 8 NAILED U.N.O. ADHE51VE5 SHALL CONFORM TO APA SPEC. AFG 01 . PROVIDE T#G @ LONG PANEL EDGES. 2.ALL HEADER5 TO BE 4x8 DP #2 w/ 6' MAX SPAN. U.N.Q. 3. SOLID BLKG. @ ALL BEARING WALLS, BEAMS, $ INT., SHEAR WALLS. 4. PROVIDE DBL. STUDS UNDER ALL BEAMS 4 HEADERS U.N.O. 5. PROVIDE (1) TRIMMER AT ALL HEADERS, U.N.O. G. PROVIDE SOLID FRAMING TO POUND. AT ALL POINT LOAD5, 7. DEAD LOAD= 10 P5F - LIVE LOAD =40 P5F 8. PROVIDE LU528 HANGARS @ ALL FLUSH FRAMED ENDS. CORNERS (BOTH SIDES) SEE DETAIL "B /A3" 2ND FLOOR J015T5 w 3 a w L N w DETAIL B WINDOW/ DOOR FRAMING WINDOW / DOOR HEADER _ ,_SHEAR WALL SCHEDULE _ `r v =350 If 7/1 G" 058 wl 8d COMMON NAILS @ G" O.C. ( 6� P ANCHORAGE (INT WALLS ONLY) TO SINGLE J015T OR BLKG BELOW: I Gd (BOX) @ 4" O.C. THE SHEAR VALUES ABOVE ARE BASED UPON THE U5E OF 8d COMMON NAILS w! A FULL HEAD, A SHANK DIA, OF O 131', t A MIN PENETRATION OF 1.375 ". FROM TABLE 2306.3 USE 15/32"; 8d VALUES W A 0.93 REDUCTION FOR HEM -FIR t 1.4 INCREASE FOR WIND. UPPER FLOOR JOIST NOTES: ( GAB I . UPPER FLOOR FRAMING TO BE 2x 12 HF #2 JOISTS @ I G" o.c, W/ ALL EXTERIOR WALLS I PROVIDE (2) w � o OEA.R SHEAR "2�ALL HEADERS T3 BE 40x8 DF #2Dw G' MAX SPAN�U ND�ESIVES SHALL BE SW -6(LI X .) I 1 OF CONFORM TO APA SPEC. AFG 01 . PROVIDE T *G @ LONG PANEL EDGES 3. SOLID BLKG. @ ALL BEARING WALLS, BEAMS, * INT. SHEAR WALLS. i -- - - - - -I 4. PROVIDE DBL. STUDS UNDER ALL BEAM5 d HEADER5 U.N.O. 5. PROVIDE (1) TRIMMER AT ALL HEADERS, U.N.O. G. PROVIDE SOLID FRAMING TO FOUND. AT ALL POINT LOADS. 7. DEAD LOAD= 10 P5F - LIVE LOAD =40 P5F N N (V N 12'-4' -051 G TO- WALL BELOW it 5040 5L OPTIONAL COVERED PATIO RIDGE LOCATION — - - -_ — -36- - . -....— - -_.._ -12' -4 112" - C51 G TO WALL BELOW — �-- 4' -10 "- 8' -5 1/2 " - -- 3' -8 1/2`4 . TO - (OPT. ,`--4' -6 "- -- SINK 5L BEAM BELOW 2030 SH 2468, p l I -. IJ UTILITY DI N W.I.C. Bedroom .3 ° o _5 —± N W.I.G. , i — '24, L 4--11 1/2" 4' -G 112 LOFT 3' -8 I12" . os 5MOKE/CO DETECTOR f 30" HALF -- WALL MASTER BATH �- 1 \B : AM BELOW -------------- --- - - - - -- — 5 4 1/2" —k 4' -8 "- -10-0 112" - -- r ------------------ W_1.C.1 3 -�/ �4 MASTER BEDROOM 0 8046 DEL 5L ! CS 1 6 TO � - -CSI 6 TO - °AM BELOW BEAM BELOW 112" 18' -5 U2" - UPPED FLOOR WALLS 8' CEILINGS (V O lD N V N r ! _Po' NT LO AD OVIDE SOLILOCKING TO OUNDATION SEP 28 2011 WELLER CONSULTING ENGINEERS P.C. 21925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THI5 DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY WELLEERRCONSULTING ENGINEERS, P.C. B %! y!s - JOB: (L'<?'37 DATE:.:!( VOID IF NOT WE( SIGNED WEIaEB�S'. �Ei g..ca Im oFla -E3 Ji- C�T��'d G N .51 y¢ N C N ddd O u G "E O V g LQ O asi v l Q 0=462 o IYry^ -E2,9E v -2 c I an €C m > ti 8a5 $3;a! -� cQoEiwB�T$y'y( i at E 5j ME c'Eb W & =3Vc'E Ch N i 00 NI N 0 BATH U� i M Bedroom .3 ° o _5 —± N W.I.G. , i — '24, L 4--11 1/2" 4' -G 112 LOFT 3' -8 I12" . os 5MOKE/CO DETECTOR f 30" HALF -- WALL MASTER BATH �- 1 \B : AM BELOW -------------- --- - - - - -- — 5 4 1/2" —k 4' -8 "- -10-0 112" - -- r ------------------ W_1.C.1 3 -�/ �4 MASTER BEDROOM 0 8046 DEL 5L ! CS 1 6 TO � - -CSI 6 TO - °AM BELOW BEAM BELOW 112" 18' -5 U2" - UPPED FLOOR WALLS 8' CEILINGS (V O lD N V N r ! _Po' NT LO AD OVIDE SOLILOCKING TO OUNDATION SEP 28 2011 WELLER CONSULTING ENGINEERS P.C. 21925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THI5 DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED BY WELLEERRCONSULTING ENGINEERS, P.C. B %! y!s - JOB: (L'<?'37 DATE:.:!( VOID IF NOT WE( SIGNED WEIaEB�S'. �Ei g..ca Im oFla -E3 Ji- C�T��'d G N .51 y¢ N C N ddd O u G "E O V g LQ O asi v l Q 0=462 o IYry^ -E2,9E v -2 c I an €C m > ti 8a5 $3;a! -� cQoEiwB�T$y'y( i at E 5j ME c'Eb W & =3Vc'E r" iE Drawn By: Toby Checked By: Rick C. Scale: — -__ 1/4" =1' -0" u.n.o. Date Drawn: 8 -4 -11 Ch N i 00 ON 0 i M E 6 M ro a. 0 N ,--L E V Ln 00 a C M 4O 0 4, CUN ( O LL N N 00 �O r" iE Drawn By: Toby Checked By: Rick C. Scale: — -__ 1/4" =1' -0" u.n.o. Date Drawn: 8 -4 -11 MAIN FLOOR JOIST NOTES: I. ALL BEAMS TO HAVE 6' MAX. SPAN, 4x4 SUPPORT P05T5 (4x6 @ BEAM SPLICES) REQUIRE POSITIVE ATTACHMENT TO PIER (SIMPSON A23 OR EQJ(IRC 8407.3) INSTALL CLEAT @ BEAM. 2. UPPER FLOOR FRAMING TO BE 2x 12 HF #2 JOISTS @ I G" o.c. w1 3/4" TEG 0513 5UB- FLOOR, GLUED 4 NAILED U.N.O. ADHESIVES SHALL CONFORM TO APA 5PfC. AEG 01 . PROVIDE T$G @ LONG PANEL EDGES 3. SOLID 13LKG. IS REQ'D @ BEARING WALL5, POINT LOAD5, * SUPPORT BEAME3. 4. G" MIN CLP.. BETWEEN EXT. GRADE # UNPROTECTED WOOD. 5. CRAWLSPACE CLEARANCES: 18" MIN. CLEAR BETWEEN BOTTOM OF FLOOR JIOI5T5 t EARTH, MIN 12" CLEAR BELOW BEAMS. 7. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 15T FLOOR J015T ---- (2)2x_HP #2 5TUD5 — HTT5 HOLDOWN 55TB 16 RIM JOIST W/ SOLID BLOCKING 51LL PLATE A e o � DETAIL C OPT. 175 HOLDOWN W/ RIMJO15T (2)2x_HF #2 STUDS HTT5 HOLDOWN 55TB 16 P.T. 511-L PLATE DETAIL D OPT, HTT5 HOLDOWN 4xGDF #2 — HDQ8 HOLDOWN -. PAB7 DETAIL E HDQ8 HOLDOWN RIM J015T W/ 50LID BLOCKING SILL PLATE FOUNDATION NOTES: 1. HTT5 HOLD -DOWNS MAY BE USED IN LIEU OF STHD HOLD -DONN5 SEE "C /A4" * "D /A4" 2. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 3,000 PSI CONCRETE SHALL BE ON51TE FOR BUILDING INSPECTOR VERIFICATION AT INSPECTIONS. CONCRETE SHALL BE AIR- ENTRAIINED. TOTAL AIR CONTENT M BY VOLUME) SHALL NOT BE LE55 THAN 5% OR MORE THAN 7% (IRC TABLE 402.2) 3.PROVIDE MIN. 6 MIL. BLACK POLY VAPOR BARRIER EXT. UP FOUNDATION WALL. 4. FOUNDATION VENTS SHALL NOT INTERFERE w/ THE DIRECT LOAD PATH OF COLUMNS. 5. FOOTINGS TO HAVE (2) #4 BARS CONT. HORIZ, WALLS TO HAVE (1) #4 BAR CONT. HORIZ. TO MAX WALL HEIGHT OF 4' -6" VERT. REINFORCEMENTS TO BE #4 HOOK BAR5 @ 4' O.C. G. ALL MUD SILLS TO BE ATTACHED w/ 5 /8"0 A.B. w /3 "x3 "x 114" 51 LL PLATE WASHERS @ 5' o.c. # 12" FROM EACH END U.N.O. 7. CONTRACTOR TO PROVIDE SOILS TEST INFORMATION FOR EACH PLAT TO VERIFY MIN. 2000 P5F 501L BEARING CAPACITY. EXT. FOOTINGS SHALL BEAR 18" BELOW FINISH GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. BACK FILL TO BE THOROUGHLY COMPACTED. 8. TIGHT LINES CONNECT ROOF WATER TO THE EXISTING STORM SYSTEM (WHEN AVAILABLE.) `r STHD I ORJ -- '-- - - - - -- N 5 3' N Q i N - - V 38' -- _ 2 1'-4" — N SHEAR WALL TO HAVE n (8) 5/8" A. E3. 1 PIER PAD J - -4' -I I" 4' -I I " -- -4' -I I' X- 1� £3 0 x 8 " THK. TYP. ro o 16' -8 3/4 v _ 4 -9 314' 4' -9 314' 4 4' -9 3/4" - 4' 14" �- �' I N O 5'-G' - -5.6,. 3'-9" — 20' -7 114 — - 1 �- / - -16'_6 '12" 2' -7 1""111 (5) DOWNSPOUT LOCATIONS STHD 09 5TH I G .16' -3" ---20' 112' G'-4 I HOLD -DOWNS TO DE (LOCATED 3" FROM CORNERS OR WINDOW /DOOR EOGE5 FOUNDATION PLAN m m go 03 m on N m P =POINT LOAD PROVIDE SOLID BLOCKING TO FOUNDATION TOTAL FOUNDATION AREA = 1 223 SF PER IRC 408. 1, PROVIDE 15Q. FT. VENTILATION PER 300 5Q. FT. OF FLOOR AREA. THEREFORE, 1 223 DIVIDED BY 300 = 4 5Q. FEET OF VENTING. EACH STANDARD PLASTIC FOUNDATION VENT PROVIDES .5 SO. FT, OF FREE VENT AREA, 8 FOUNDATION VENTS ARE REQ'D SEP 2 S I WELLER CONSULTING ENGINEERS P.C. 2 1925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED' BY WELL�EERR CONSULTING ENGINEER5, P.C. JOB: 11-037 DATE. 11" %11( VOID IF NOT WET SIGNED �1Oso�'�Ed1 °S7�§ m .° I coap S.w O 15 O a mom. S ca 'W " msS° g O ° Eg C ° ° m `BSI !QE2�E"8 �1Y . m O O C C C T E'y off` °O�v G EE!Q�va s N 00 tn O) �� OV 411-1 N CL ir D C E�(Ma O a; +-I o U Eik6 u a� 00 C w Mi ° 1 a� Ln v) 0 N N 4-J v N ,^ L „„VI, nW L O � N O N 00 tD Plan: 2780 Drawn By: Toby Checked By: Rick C. Scale: u.n.o. Date Drawn: 8 -4 -11 ST D 10 -- STHD I OR,) . 36 36'x36 "x 10" PIER PAD w/ 36� r (4) #4 BARS EACH WAY (IYP, 4 LOC.) 1 1 I I 11 ro +- 41-1 I __ �_ 2' t -5' -9 I/2 "5' -9 112 _ -5' -9 I12 "- T' / / `3 N SHEAR WALL TO HAVE n (8) 5/8" A. E3. 1 PIER PAD J - -4' -I I" 4' -I I " -- -4' -I I' X- 1� £3 0 x 8 " THK. TYP. ro o 16' -8 3/4 v _ 4 -9 314' 4' -9 314' 4 4' -9 3/4" - 4' 14" �- �' I N O 5'-G' - -5.6,. 3'-9" — 20' -7 114 — - 1 �- / - -16'_6 '12" 2' -7 1""111 (5) DOWNSPOUT LOCATIONS STHD 09 5TH I G .16' -3" ---20' 112' G'-4 I HOLD -DOWNS TO DE (LOCATED 3" FROM CORNERS OR WINDOW /DOOR EOGE5 FOUNDATION PLAN m m go 03 m on N m P =POINT LOAD PROVIDE SOLID BLOCKING TO FOUNDATION TOTAL FOUNDATION AREA = 1 223 SF PER IRC 408. 1, PROVIDE 15Q. FT. VENTILATION PER 300 5Q. FT. OF FLOOR AREA. THEREFORE, 1 223 DIVIDED BY 300 = 4 5Q. FEET OF VENTING. EACH STANDARD PLASTIC FOUNDATION VENT PROVIDES .5 SO. FT, OF FREE VENT AREA, 8 FOUNDATION VENTS ARE REQ'D SEP 2 S I WELLER CONSULTING ENGINEERS P.C. 2 1925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATIONS PREPARED' BY WELL�EERR CONSULTING ENGINEER5, P.C. JOB: 11-037 DATE. 11" %11( VOID IF NOT WET SIGNED �1Oso�'�Ed1 °S7�§ m .° I coap S.w O 15 O a mom. S ca 'W " msS° g O ° Eg C ° ° m `BSI !QE2�E"8 �1Y . m O O C C C T E'y off` °O�v G EE!Q�va s N 00 tn O) �� OV 411-1 N CL ir D C E�(Ma O a; +-I o U Eik6 u a� 00 C w Mi ° 1 a� Ln v) 0 N N 4-J v N ,^ L „„VI, nW L O � N O N 00 tD Plan: 2780 Drawn By: Toby Checked By: Rick C. Scale: u.n.o. Date Drawn: 8 -4 -11 21 01 KUCK4ri I r -MAJ I CK TRU55, TYP (U.N.O.) OVERHANG AT RAKE TYP. I HURRICANE TIE @ EACH :U55, TYP (U.N.O.) 42 8 "x9: GLB -V4) HDR. #2 OPT. COVE R1 H I HURRICANE TIE @ EACH TRU55, TYP (U.N.O.) Roof Vent Calculations 1 557 51' of attic area multiplied by 1 /300th = 5.2 square feet. Provide 25% (1.3 5F) at cave vents and 75% (3.9 5F) at min. 3G" above eaves at roof area, per [PC 806.2, so (Roof Vent = .34 sq. ft.) (12) AF -50 vents required_ Roof Vent Calculations 190 51' of attic area multiplied by 1 /300th = .G3 square feet. Provide 25% (.156 5F) at cave vents an(A 75% (474 5F) at min. 3G" above eaves at roof area, per IRC 806.2, so (Roof Vent = .34 sq. ft.) (2) AF -50 vents required. �I 2 P -4" DETAIL A TRU55E5 PER PLAN I Od @ B' O.C. ROOF SHEATHING VENTED BLOCKING H I @ 24" O.C. ROOF PLAN II V II ROOF FRAMING NOTES: I .ALL HEADERS TO BE 4x8 DF #2, MAX. 6' SPAN U.N.O. -- -- - - 2. PROVIDE (1) TRIMMER AT ALL HEADERS, U.N.O. 3. VENTED SAVE BLOCKING @ EXT. WALLS. 4. SAVE OVERHANG TO BE 12". U.N.O. 5. APPLY ROOFING IN ACCORDANCE WITH IRC 8905 G. ALL TRUSSES SHALL CARRY MANUF. STAMP, SHALL BE INSTALLED � BRACED TO MANUF. SPECS., SHALL HAVE DE51GN DETAILS* DRAWINGS ON SITE FOR FRAMING INSPECTION, AND WILL NOT BE FIELD ALTERED W/O PRIOR BLDG. DEPT. APPROVAL OF ENGINEERS CALC5. 7. TRU55 MANUF. TO SUPPLY ALL BLOCKING AND /OR HANGARS REQ'D @ MANUF. TRU55E5. 8. TRU55 LAYOUT TO BE REVIEWED $ APPROVED BY TRU55 MANUF. PRIOR TO CON5T. 9. PROVIDE (2) 2x P05T @ ALL GIRDER/HIPMA5TER TRU55E5 (U.N.O.) 10. PROVIDE (2) ROWS OF 114"x4-112" 5D5 5CREW5 @ I G" O.C. LEDGER TO RIM @ ALL TRU55 LEDGER CONNECTIONS, GABLE END TRU55, TYP (U.N.C.) ROOF FLAN "All .— OVERHANG AT RAKE TYP. — OVERHANG AT GABLE5 TYP, RFRAME AREA 5HADED ✓QED w /2x6 @ 24" O.C. •x2 8 "x9: GLB ` -V4) HDR. #2 WELLER CCN5fJLTWG ENGINEERS P.C. 21 925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW TH15 DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATION5 PREPARED BY WELLER /CON5ULTING ENGINEF.R5, P.C. JOB: li -63-7 DATE. N'Mil/ VOID IF NOT WET SIGNED SEP 2 8,Z011 �1p000cE 5188i�� '°'S++a E clo $ v S L°— j a N Cpm S yoG c LL' O . N C u4gm &o ! —aE3 yy 7 .3 �. �..kc;tL �. . 78 t I% N 0 yy?? >> E °�E'm E.H. 10 Z5 ';5 f j, C g� W N .n s H m d E 11 2.8 ;s s N ,I- I G' -1 1 112" 00 e ICU e . +�Q O (� 4, UZ v Qiro`c Eaoa p o V�� 00 a 0 IV 1 N i i ifiil' 1 O N O N ii i CID t0 ii 1 N 1 i i <t —_. HIP MASTER �i 1 °- 4.5:12 ❑ ❑ 4.5:12— 1 l e ♦ / OVERHANG AT RAKE TYP. I HURRICANE TIE @ EACH :U55, TYP (U.N.O.) 42 8 "x9: GLB -V4) HDR. #2 OPT. COVE R1 H I HURRICANE TIE @ EACH TRU55, TYP (U.N.O.) Roof Vent Calculations 1 557 51' of attic area multiplied by 1 /300th = 5.2 square feet. Provide 25% (1.3 5F) at cave vents and 75% (3.9 5F) at min. 3G" above eaves at roof area, per [PC 806.2, so (Roof Vent = .34 sq. ft.) (12) AF -50 vents required_ Roof Vent Calculations 190 51' of attic area multiplied by 1 /300th = .G3 square feet. Provide 25% (.156 5F) at cave vents an(A 75% (474 5F) at min. 3G" above eaves at roof area, per IRC 806.2, so (Roof Vent = .34 sq. ft.) (2) AF -50 vents required. �I 2 P -4" DETAIL A TRU55E5 PER PLAN I Od @ B' O.C. ROOF SHEATHING VENTED BLOCKING H I @ 24" O.C. ROOF PLAN II V II ROOF FRAMING NOTES: I .ALL HEADERS TO BE 4x8 DF #2, MAX. 6' SPAN U.N.O. -- -- - - 2. PROVIDE (1) TRIMMER AT ALL HEADERS, U.N.O. 3. VENTED SAVE BLOCKING @ EXT. WALLS. 4. SAVE OVERHANG TO BE 12". U.N.O. 5. APPLY ROOFING IN ACCORDANCE WITH IRC 8905 G. ALL TRUSSES SHALL CARRY MANUF. STAMP, SHALL BE INSTALLED � BRACED TO MANUF. SPECS., SHALL HAVE DE51GN DETAILS* DRAWINGS ON SITE FOR FRAMING INSPECTION, AND WILL NOT BE FIELD ALTERED W/O PRIOR BLDG. DEPT. APPROVAL OF ENGINEERS CALC5. 7. TRU55 MANUF. TO SUPPLY ALL BLOCKING AND /OR HANGARS REQ'D @ MANUF. TRU55E5. 8. TRU55 LAYOUT TO BE REVIEWED $ APPROVED BY TRU55 MANUF. PRIOR TO CON5T. 9. PROVIDE (2) 2x P05T @ ALL GIRDER/HIPMA5TER TRU55E5 (U.N.O.) 10. PROVIDE (2) ROWS OF 114"x4-112" 5D5 5CREW5 @ I G" O.C. LEDGER TO RIM @ ALL TRU55 LEDGER CONNECTIONS, GABLE END TRU55, TYP (U.N.C.) ROOF FLAN "All .— OVERHANG AT RAKE TYP. — OVERHANG AT GABLE5 TYP, RFRAME AREA 5HADED ✓QED w /2x6 @ 24" O.C. •x2 8 "x9: GLB ` -V4) HDR. #2 WELLER CCN5fJLTWG ENGINEERS P.C. 21 925 8TH PL. W. BOTHELL, WA 98021 425.488.9868 ENGINEER REVIEW TH15 DRAWING HAS BEEN REVIEWED PER THE ATTACHED CALCULATION5 PREPARED BY WELLER /CON5ULTING ENGINEF.R5, P.C. JOB: li -63-7 DATE. N'Mil/ VOID IF NOT WET SIGNED SEP 2 8,Z011 �1p000cE 5188i�� '°'S++a E clo $ v S L°— j a N Cpm S yoG c LL' O . N C u4gm &o ! —aE3 yy 7 .3 �. �..kc;tL �. . 78 t I% N 0 yy?? >> E °�E'm E.H. 10 Z5 ';5 f j, C g� W N .n s H m d E 11 2.8 ;s s Plan: :t Drawn By: Toby Checked By: Rick C. Scale: - 1/4 " =1' -0" u.n.o. Date Drawn: 8 -4 -11 Page: A5 N ,I- 00 01 ICU . +�Q O (� 4, UZ v Qiro`c Eaoa p o V�� 00 a 0 IV N N CU .0 O N O N CID t0 Plan: :t Drawn By: Toby Checked By: Rick C. Scale: - 1/4 " =1' -0" u.n.o. Date Drawn: 8 -4 -11 Page: A5